A double-walled corrugated synthetic resin pipe comprises a straight inner pipe, and a corrugated outer pipe surrounding the inner pipe, and joined integrally thereto. The inner pipe is formed by a spirally wound flat strip of a synthetic resin having adjoining turns joined to each other along their adjoining edges, and has a generally even outer surface. The outer pipe is formed by a spirally wound corrugated synthetic resin strip also having adjoining turns thereof joined to each other along their adjoining edges. The outer pipe has a corrugation defined by a ridge portion, a groove portion, and an intermediate portion, and the groove portion has an inner surface joined to the outer surface of the inner pipe.

Patent
   4487232
Priority
Sep 18 1981
Filed
Jun 21 1982
Issued
Dec 11 1984
Expiry
Jun 21 2002
Assg.orig
Entity
Large
52
9
all paid
1. A double-walled corrugated synthetic resin pipe, comprising; a straight inner pipe and a corrugated outer pipe surrounding said inner pipe and joined integrally thereto, said inner pipe being formed by a spirally wound flat strip of a synthetic resin material having adjacent turns thereof joined to each other along adjoining edges thereof, said inner pipe having an outer surface, said outer pipe being formed by a spirally wound corrugated synthetic resin strip having adjacent turns thereof joined to each other along adjoining edges thereof, said strip defining said outer pipe having a corrugation defined by a ridge portion, a pair of groove portions and intermediate portions therebetween, said groove portions each having a flat inner surface joined to said outer surface of said inner pipe and wherein said synthetic resin strips are formed of extruded polymers, such that, when assembled, the molecular structure of said polymers is oriented spirally with respect to an axis of said pipe, thereby increasing the circumferential strength of said pipe.
2. A double-walled corrugated pipe as set forth in claim 1, wherein both said inner and outer pipes are uniform in wall thickness, said outer pipe being greater in wall thickness than said inner pipe.
3. A double-walled corrugated pipe as set forth in claim 1, wherein said ridge and groove portions are greater in wall thickness than said intermediate portion.
4. A double-walled corrugated pipe as set forth in claim 1, wherein said ridge portion is greater in wall thickness than said groove and intermediate portions.
5. A double-walled corrugated pipe as set forth in claim 4, wherein said ridge portion has a partially increased wall thickness.
6. A double-walled corrugated pipe as set forth in claim 1, wherein said groove portion is greater in wall thickness than said ridge and intermediate portions.
7. A double-walled corrugated pipe as set forth in claim 1, wherein said intermediate portion is generally greater in wall thickness than said ridge and groove portions, and has a gradually increasing wall thickness which is greater closer to said groove portion than to said ridge portion.
8. A double-walled corrugated pipe as set forth in claim 1, wherein said inner pipe has a spirally extending reduced wall thickness portion, while having an even inner surface, said groove portion of said outer pipe being joined to said reduced wall thickness portion.

1. Field of the Invention

This invention relates to a double-walled corrugated synthetic resin pipe.

2. Description of the Prior Art

A known single-walled corrugated synthetic resin pipe creates an undesirably great resistance to a fluid flowing therethrough. In order to improve this construction, there has been developed a double-walled corrugated pipe which comprises a straight inner pipe, and a corrugated outer pipe. Both the inner and outer pipes are axially extrusion molded in straight shapes and then the outer pipe is corrugated by vacuum suction, or by continuous blow molding. This double-walled corrugated pipe has a number of disadvantages which will be hereunder set forth:

(1) As the inner and outer pipes are axially extrusion molded, the synthetic resin is stretched axially of the pipes, so that its molecules are oriented along the axis of the pipes. Accordingly, the corrugated pipe is greater in axial strength than in circumferential strength. Its circumferential strength is, however, of greater importance in order for the pipe to withstand high external pressure as, for example, when buried in the ground. It is, therefore, necessary to design the pipe with a greater wall thickness.

(2) Both the inner and outer pipes are substantially uniform in wall thickness. In fact, it is impossible to provide any cross-sectional variation in the wall thickness. This results in a large loss of material, and makes it difficult to produce a corrugated pipe which is lighter in weight and less expensive, and which is suitable for use in a wide range of applications.

(3) The manufacture of a pipe having a large diameter of, for example, 500 mm or above requires a large and complicated molding apparatus, and involves a variety of technical difficulties. The product is, therefore, very expensive.

It is an object of this invention to eliminate the above drawbacks of the prior art, and provide a double-walled corrugated synthetic resin pipe which is high in crushing strength, light in weight, flexible, easy and inexpensive to manufacture even in large diameters and suitable for use in a wide range of applications.

According to this invention, there is provided a double-walled corrugated synthetic resin pipe which comprises a straight inner pipe formed by a spirally wound flat strip, and a corrugated outer pipe formed by a spirally wound corrugated strip.

The outer pipe provides the double-walled pipe with high crushing strength and flexibility, while the inner pipe provides a smooth inner surface which creates only minimal resistance to the fluid flowing therethrough. If the inner and outer pipes are appropriately varied in wall thickness, it is possible according to this invention to obtain a double-walled corrugated pipe which is useful for a variety of applications. For example, it is possible to use the pipe for draining a road, a railroad, or reclaimed land, feeding water to farmland or a factory, or draining the same, or as a gas supply or exhaust line to or from various facilities, or for protecting an electric cable.

The double-walled corrugated pipe of this invention has a number of advantages which will hereunder be summarized:

(1) The pipe has a high circumferential strength, since the synthetic resin has its molecules oriented along the extrusion molded flat and corrugated strips, and hence, substantially circumferentially around the pipes formed by winding the strips spirally. Therefore, the pipe is high in crushing strength, as well as highly flexible.

(2) If the cross-sectional shape of the flat or corrugated strip is appropriately selected, it is possible to form an inner or outer pipe with a desired wall thickness or cross-sectional shape to thereby obtain a double-walled corrugated pipe which will ideally suit the purpose for which it is intended. It is possible to make a corrugated pipe having an improved crushing strength, while being sufficiently flexible, or maintaining its flexibility at an appropriate level without impairing its crushing strength. Thus, the double-walled corrugated pipe of this invention is economical, light in weight, inexpensive, and easy to adapt for a variety of applications.

(3) Since the double-walled pipe of this invention is manufactured by winding the synthetic resin strips spirally, there are no technical problems involved in the manufacture of a pipe having a large diameter of, for example, 500 mm or above. Even a quite large pipe can be made efficiently and inexpensively by employing a simple apparatus.

FIG. 1 is a fragmentary side elevational view, partly in longitudinal section, of a double-walled corrugated pipe embodying this invention;

FIG. 2 is an enlarged view of part II of FIG. 1; and

FIGS. 3 to 8 are views similar to FIG. 2, each showing a modified form of the pipe shown therein.

Referring first to FIGS. 1 and 2 of the drawings, there is shown a double-walled corrugated synthetic resin pipe P embodying this invention. The double-walled pipe P comprises a thin-walled inner pipe 1 formed from a synthetic resin, for example, a polyolefin resin such as polyethylene or polypropylene, or hard or soft polyvinyl chloride, and a corrugated outer pipe 2 formed integrally about the inner pipe 1 from the same or a different synthetic resin, for example, a polyolefin resin such as polyethylene or polypropylene, or hard polyvinyl chloride. The straight inner pipe 1 provides the pipe P with a smooth inner surface which creates little resistance to the fluid flowing therethrough, while the corrugated outer pipe 2 provides high crushing strength, and flexibility.

The inner pipe 1 comprises a spirally wound flat synthetic resin strip 1a having adjacent turns thereof joined to each other along their adjoining edges 3 by fusion or adhesion, or otherwise, as shown in FIG. 2. The synthetic resin has its molecules oriented in the direction in which the strip 1a is spirally wound.

The corrugated outer pipe 2 comprises a spirally wound corrugated synthetic resin strip 2a having adjacent turns joined to each other along their adjoining edges 4 by fusion or adhesion, or otherwise. The synthetic resin from which the outer pipe 2 is formed also has its molecules oriented in the direction in which the strip 2a is spirally wound. The outer pipe 2 includes a reduced diameter groove portion 2A having an inner surface 6 joined integrally with the outer surface 5 of the inner pipe 1 by fusion or adhesion. In the double-walled pipe shown in FIGS. 1 and 2, the outer pipe 2, as well as the inner pipe 1, have a uniform wall thickness.

FIGS. 3 to 8 show modifications to the double-walled pipe shown in FIGS. 1 and 2. Only the features that are different from those of the pipe shown in FIGS. 1 and 2 will hereinafter be described. In the structure shown in FIG. 3, the outer pipe 2 has a groove portion 2A and a ridge portion 2C which are both greater in wall thickness than the remaining portions. In the double-walled pipe shown in FIG. 4, the outer pipe 2 has a ridge portion 2C which is greater in wall thickness than the remaining portions. In the double-walled pipe shown in FIG. 5, the outer pipe 2 has a ridge portion 2C partially increased in wall thickness. The double-walled pipes of FIGS. 3 to 5 have improved crushing strength, while remaining satisfactorily flexible, and are particularly suitable for use in applications in which the outer surfaces must be highly resistant to wear.

In the double-walled pipe shown in FIG. 6, the outer pipe 2 has a groove portion 2A which is greater in wall thickness than the remaining portions. This construction has improved crushing strength, and is suitable for use in applications which do not require any particular high flexibility of the pipe.

The double-walled pipe shown in FIG. 7 is particularly characterized by the varying wall thickness of the outer pipe 2 in a portion 2B between its ridge and groove portions. The portion 2B has a gradually increasing thickness toward the inner pipe 1, and thus is relatively thin at portions b' close to the ridge portion, while being relatively thick at portions b" close to the groove portion. This structure makes it possible to improve the crushing strength of the double-walled pipe more effectively and economically.

The double-walled pipe of FIG. 8 is characterized by the varying thickness of the inner pipe 1. The inner pipe 1 has a reduced wall thickness in spirally extending portions where the outer pipe 2 is joined to the inner pipe 1, while having an even inner surface. Thus, the combined wall thickness of the reduced thickness portion of the inner pipe 1 and the groove portion of the outer pipe 2 is substantially equal to the wall thickness of the remaining portions of the inner pipe 1. This structure makes the double-walled pipe highly flexible as a whole.

According to this invention, it is possible to obtain double-walled corrugated synthetic resin pipes having various degrees of flexibility and crushing strength, if the materials from which the inner and outer pipes are formed are appropriately selected. Although the invention has been described with reference to the preferred embodiments thereof, and certain modifications thereof, it is to be understood that further modifications or variations may be easily made by persons of ordinary skill in the art without departing from the scope of this invention as defined by the appended claims. For example, the spiral turns of the strip forming the inner or outer pipe may be joined to one another in fashions or positions other than that hereinbefore described. It is also possible to employ a corrugated strip having a corrugation which is square, trapezoidal, sinusoidal, or of any other cross sectional shape.

Kanao, Shiro

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4624603, Nov 19 1984 KANAO, SHIGEKI Underground drain pipe
4714508, Mar 25 1986 Alopex Industries, Inc. Fixture and method for making spiral wound hose
4754781, Aug 23 1985 Wavin B. V. Plastic pipe comprising an outer corrugated pipe and a smooth inner wall
4779651, Feb 05 1986 Wilhelm, Hegler Plastic corrugated tube with integrally molded sleeve coupler
4862924, Apr 23 1986 KANAO, SHIGEKI Flexible hard pipe
4867203, Aug 22 1986 Wavin BV A method of relining or preparing sewage pipe using a plastic pipe comprising an outer corrugated pipe and a smooth inner wall
4998563, Mar 06 1987 UC Industry Co., Ltd. Plastic pipe
5007462, Feb 25 1985 KANAO, SHIGEKI Synthetic resin underground pipe having high pressure-withstanding capability
5060696, Aug 22 1986 Wavin, BV Plastic pipe comprising an outer corrugated pipe and a smooth inner wall
5099888, Jun 04 1990 Vassallo Research and Development Corporation Impact protected, sealed, double-walled pipe body
5124109, Jul 18 1984 CONTECH TECHNOLOGIES, INC Method for producing a double wall pipe
5222288, Jun 17 1991 Tru-Flex Metal Hose Corporation Method for forming a spiral-wound flexible piping
5259418, Mar 18 1991 GB ELECTRICAL, INC Heat reshapeable regid conduit
5284185, Dec 27 1988 KANAO, SHIGEKI Pressure-resistant helical corrugated pipe and method of producing same
5316047, Dec 27 1988 KANAO, SHIGEKI Pressure-resistant helical corrugated pipe
5358358, Feb 17 1993 Parker Intangibles LLC System for conveying a fluid through an under-the-ground location and method of making the same
5385174, Dec 27 1988 KANAO, SHIGEKI Pressure-resistant helical corrugated pipe
5478171, Feb 17 1993 Parker Intangibles LLC System for conveying a fluid through an under-the-ground location of making the same
5558464, Aug 01 1994 Parker Intangibles LLC System for conveying a fluid through an under-the-ground location and method of making the same
5573038, Dec 27 1988 KANAO, SHIGEKI Pressure-resistant helical corrugated pipe including a thin metal reinforcing plate
5580186, Feb 17 1993 Parker Intangibles LLC System for conveying a fluid through an under-the-ground location and method of making the same
6186182, Jan 08 1998 Seongho CSP., Ltd. Double-walled spiral pipe
6644357, Nov 09 2001 Advanced Drainage Systems, Inc Corrugated pipe with improved profile stability
6817632, Sep 13 2002 CUMMINS FILTRATION INC Flex tube joint with torsion relief
6840285, Apr 04 2001 Advanced Drainage Systems, Inc Corrugation structure for pipe
6905286, Mar 12 2001 Totaku Industries, Inc. Porous pipe and apparatus and method of producing the same
7004202, Apr 17 2000 Sekisui Rib Loc Australia PTY LTD Composite strip windable to form a helical pipe and method therefor
7063108, Apr 04 2001 Advanced Drainage Systems, Inc Corrugation structure for pipe
7064276, Dec 18 2002 SUMITOMO ELECTRIC INDUSTRIES, LTD Communication cable, and communication wire protecting tube
7089965, Jan 31 2002 Nobel Plastiques Pipe for transporting automobile fluids, comprising a smooth inner tube and an annellated outer tube
7156128, Oct 20 2005 Kanaflex Corporation Synthetic resin pipe
7214135, Aug 29 2003 Dana Automotive Systems Group, LLC Drive shaft having a damper insert
7490632, Jul 30 2004 Veritas AG Flexible hose, preferably a charge-air hose for automotive vehicles
7896748, Oct 11 2004 Kamatics Corporation Coupling apparatus
8672583, Jun 05 2009 StormTech LLC Corrugated stormwater chamber having sub-corrugations
9255394, Jun 05 2009 StormTech LLC Corrugated stormwater chamber having sub-corrugations
9556576, Jun 05 2009 StormTech LLC Corrugated stormwater chamber having sub-corrugations
9637907, Jun 05 2009 StormTech LLC Corrugated stormwater chamber having sub-corrugations
9885171, Jun 05 2009 StormTech LLC Corrugated stormwater chamber having sub-corrugations
Patent Priority Assignee Title
1287945,
2890723,
2898941,
3204666,
3330303,
3477891,
4129152, Sep 27 1973 W E HALL COMPANY, A CORP OF CA Double wall helical pipe and strip configuration for forming same
4303104, Aug 24 1976 Wilhelm, Hegler Double-wall plastic tubing in which the outer wall has transverse corrugations and the inner wall is smooth
AT237395,
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May 14 1995KANAO, SHIROKANAO, CHIZUKOCONVEYANCE BY INHERITANCE0102060408 pdf
May 14 1995KANAO, SHIROKANAO, SHIGEKICONVEYANCE BY INHERITANCE0102060408 pdf
Jan 11 2000KANAO, CHIZUKOKANAO, SHIGEKIASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS 0106280438 pdf
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May 11 1988M170: Payment of Maintenance Fee, 4th Year, PL 96-517.
May 13 1988ASPN: Payor Number Assigned.
May 18 1992M184: Payment of Maintenance Fee, 8th Year, Large Entity.
Jun 04 1996M185: Payment of Maintenance Fee, 12th Year, Large Entity.
Jun 26 1996ASPN: Payor Number Assigned.
Jun 26 1996RMPN: Payer Number De-assigned.


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